SW5230802_Plansheet - Other_20240612

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P.S 2020-,78
• `-' f. -- ,- -- - PARCEL 70750 PS zozo,m ° ,°
✓ESUS ARELLANO SERRANO vl °
� 1} Y� � PARCEL 70067 I �~ �� �. '�.�,i �\i
_ NRCS "SOILS" MAP. APPROX. 1 "= 80' �o Q : P �- - o C)o.
Zoned R10 179 1 C==� o�� ' ,",�.; = Q ° o
Sile e. o- � Cn
?'5il'e Ci ' - Skler City s' Sifer+Cip _
r �Yg x tyr'" �. ty `Jr.- _ Ps z7,Pa lD � i� - �:U�3 Q �7� _= � _ U o O 00 -
PARCEL 62040 J V 'u s C7 6 ° s
I •:.. +, - } �, Silersty ` I : ;S o
p , ,.-•.° EONARDo ARELLANo AViLA \ °
{terQ:. - c " x �. L'! Town Hall 'e< °° O ° \/
Y 'x$ ' }:' 5µ:"� - i:. a. fis __ „V" SWALE NO. 1 TEMP. LINER Zoned R10 ROSAL/NA SERRANO ORTIZ �i O ; O�°°
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a S °° °
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A "v_3r' -' 18" D \ I Ds 1767,Pa n4
- 1
;: : PIPE 1. IA. - - /D` "V" SWALE NO. 1A
INV. IN: 629.36 TEMP. LINER GRAVEL CONST. Zoned R10
LOCATION MAP N TS INV. OUT: 629.00 — ENTRY(TYP) — —
DISSIPATOR: ` F/RE
10'L X 11.5'W X CLASS B HroRANr� — — — —
TRAPAZOIDAL SWALE NO. 2 �
10' BOTTOM WIDTH (REMOVE OLD PIPE) — — _ owV
TEMP. LINER dNp '-% — y 0 EDGE OF ASPHALT
v2 =4 . 4 \ :: . .. .... .. .... CRAVEN STREET40'PLOW ti c 'S ¢ o
FORMERL Y NINTH STREET- P.B. 27, PG. 19
(9) GRAVEL PARKING SPACES & (1)ADA z
` :{::: :{::::::::b::T::{::. ::' ..'•;RIPE
Zoned R10 I EXISANG 4C'PRIVATE ASEMENT a")- r i,- ';; n-." �?f?..�?f:/R. :...
P.S. 95-219 �Q ,f-s= m. :.;..... ................................ o O
TREELINE TO REMAIN °�J�� 3 _ 86�63 \` lP..•::.: t,-Tly::af . � NAw88) Z Z
EIP
a ::::::::: — — — — — —
277 80' TOT L / ti �O. _ o z
N 88V1'46" E— - - - --- s�R ^- -1 1 Zoned R10
\� � I_ —y. :::' : : : :: : : :: : „V" SWALE NO. 4 SEED & MULCH
ElpZ
z EIP \\ 9 .7 54 Odc - 3 — i' ___ ___ ® •::•: ::'
HP .10'ABOVE STREET ELEVATION @ EACH DRIVE.
EIP
v _6 -i 99 ' \ V A �' A EORTiNO ARELLANO OCAMPO Q
ROW Se# ack(�?ARIES) \ - I / \ -
\ tn
eta Pa ssz ( 21
AR 27,Pa 19
�N \\ \ \\ \ ---�\ \\ \\ ', \ 0 \ 'INN ~ PARCEL 64747 -
�� \ tA��\ a
24
EIP \\\ \\ \\ �_ \\ \�__ / DEMO TREE ` \ \��
G/STAA ING 30ook Zoned R10 ^I a
\ 1 20'Gum-rwkr \ \
6' ` `X \\ \ \ t AREA FOR PHASE 3 \ \ 33 ��\ ':::::::. . :.::::: TOP OF IRON PIPE
SILT FENCE (TYP.) _ \� \ 63`Z' \ i ELEVAnON= 634.14'(AAVD88)
� THE PHASE 3 AREA WILL BE USED AS THE ., a
' ��;, \ \\ \\\ -\ \ — \\ \ '�\\ F ,(��G \ \+ ►\ • \ EIP_ DEMO/STOCKPLE/STAGING AREA FOR SITE WORK j
SF IMF— -AF-SF \�\ \ UNTIL THE SITE WORK AND PHASE 1 AND 2 AREAS
PIPE 2. 18" DIA. `\ \P,S�2 G� �66 "V"SWALE NO. 5 ARE COMPLETE.AT THAT TIME THE PHASE 3 y Q W
LEGEND: EIP \ \ \ - INV. IN: 624.12 \ \ y, ` �' 63 \ .,: \� V
\ \ \ 18Gum-Ovod \ - \ SEED & MULCH AREA WILL ONLY HAVE THE UNITS TO DEVELOP. z
\ \ \ \\ INV. OUT: 624.00 --_-—J625--__ \ \ \ '�L- - -63 , THE GRAVEL PARKING LOT WILL BE USED AS THE O
i N \ \ \ DISSIPATOR: \� \ \ GRAVEL CONST. � ..3
\ \ PARKING AND STAGING AREA FOR PHASE 3. NO
\ \ X 10'L X11.5'W X CLASS B -- /2. k \ \ \ p0 \ e,o0-- - ENTRY(TYP) o '�
U \ \ \sooak-rwm - s24-_ � \ ' \ �631. � �� ° 1.00 :s�:2::::: FURTHER DEMO WILL BE REQUIRED. O
EXISTING
TRAPAZOIDAL SWALE NO. 3 300 I �\ \ F \ \ / V ^� U
V A /-\ T&S INVESTORS LLC
\ \ 10' MIN. BOTTOM WIDTH TO OVERLAND FLOW ` ,� ON
as I31$Pa eav t9 Z\
3,280 SF EXISTING IMPERVIOUS TO BE DEMOLISHED E/p \ — 22
— _ ::::6 .. zz
TEMP. LINER s23 \\ s� \ 0 ® �_ \_" PARCEL 63465/ / H �' N
18"Oak, _y \\ 626.00 \ ` �. 6320 ���6 o `: _ ` fA �cj N p W L1J
LIMITS OF Iok ' ;r \\ >� \ \ �� FF T� \ �"�� "` "` SEED AND MULCH ALL w � � N m — J
:..
6,384 SF NEW IMPERVIOUS DRIVE AND WALKS 2 \ - :. ..:.::.::.. -�
:. ::....
\ \ \ DISTURBANCE ------ -- > \ \\ \� \ DISTURBEDAREAS ` O>c� W
7 - \rn /e �11 J Q
rr��cfl. A A:�VCLUDES Al l/N EASEMEN�,, (2.36 AC.) L- v v v i - pap 66 0. Z Q C) LL_I
12,672 SF NEW IMPERVIOUS ROOF j~ \\ \\ --_ \\ \`� �� IN
``
F-1
` - / \ 4 ` FF :` v:.' Zoned R10 w z
EIPt
7,062 SF NEW GRAVEL PARKING AND WIDENED DRIVE
QNP :`:::`::'` = 0
�\ \
\ CLASS B EROSION \ \ O
\ \\ \\ CONTROL STONE �� \\\ ���\ \\ FF s ® " ; "V"SWALE NO. 6 SEED & MULCH Q = LL
tip \ `\\ \ (EXTEND 4' PAST "V"SWALE NO. 4A \ �� '�� z Q
❑ o B�TTOM OF SLOPE) \ \ — __ i ` _
2,465 SF NEW GRAVEL WALK ` ` \ � pp 27..0o �> 'o- DRIVEWAYS SHALL BE U
,��-�a,� \ \ \ \ �� TEMP. LINER \
N>` \\ F62� ® �� =m \ EMPLOYEE PARKING FOR Q U
132 SWALE NO. \9 F
NOTES AND CALCULATIONS. Elp \\ SB2TEMP. LINER / / S``� \a /\_ _- N j'.. ALL PHASES(TYP).
`\\ \ \\ / �� �� SEED AND MULCH ALL \ Q\\ /� ®A-_ N �
DISTURBED AREAS v �3 v 6�0 '/ o 1 PAULA CERVANTES LACUNAS
\ / / - 'C \ \ _� -- /or 'O S• as m,a;.ans I I I
1 . ±135,907 SF SITE TOTAL 2,��. \\ / /� �������� �� P z - -' -- _::::'::::
1 1 , / „ N CONCRETE
2. ±3,280 SF EXISTING IMPERVIOUS TO BE REMOVED s�,,�c,� 1 .�\ // / / >� ` �� V SWALE N I 5A `� WASHOUT PIT. PARCEL 15530
( ) / .l / � � TEMP. LINER . GE � � `_ " -o
00 "V"SWALE NO. Eo /�� - " ONE PER PHASE
3. ±28,583 SF NEW IMPERVIOUS-3,280 SF EXISTING IMPERVIOUS (TO BE REMOVED) EIP yg� / SB1 TEMP. LINER sE13' ® \6,L60p : (TYP•) / Z
25,303 SF NET IMPERVIOUS. 9+ , 6, �� •` �� 20,\ �\ FF �, .. .. . .... / ` O Q >
CREATE LOW POINT IN SIDEWALK IN LINE WITH SHOWN SWALE. O
4. 18.6% IMPERVIOUS ��s<°OF ^\\\� �`�� \\ AFF \\`� �`� �` �G1`�,\ A,66 nL/1r -� \ ....DOLE ::::::::::::::::::::::. MATCH GRADE TO TOPSOIL. ( " PER FOOT MIN. FROM HOUSE.) O (D 00 N
5. 102,640 SF DISTURBED �Gy ti9A� ��� \\\ '������ y 16Poplar y �S�E . ...'�_, --- _ ` Z 0 0
�6'C, co LLJ N ct
` \ 5� -� 33 U N �' U
Legend 'li �Y` �, \ 6`Z '\ 18 Pecs :: \ 2` f
o DEEP rip
:'
EIP - • - Existing Iron Pipe `� q tic � "` Qi � � \ :�r'b:•::::.�. � I I U ct
EIS - • - Existing Iron Stake (Rebar) �� �fs ��� 5`� v V� � V v v - -6 > DANNY WA E POWERS I I I Q
R/W - Right Of Way T/2 ` s/s\ \\ \ as II,x Pr I7P
WV - Water Valve �c0 ���-c` �� \GJ \ y> ` -_ \ `\ ` 6'L`L' - 2s oak 'o :d:':. :. 00
� a
CO - C/eanout /��Ai' \ ��� ` /I xcSa \ \\ ` �C� / m' Ps 2z x la / r\ O �l
< \ ,�C / \ i 89 = \ �A:.:'::. PARCEL 15535 Z
PVC - Po/yviny! Chloride �sT �``' c9,,` ct
/� /`i� �� \\ \ \` 4 TOP OF IRON PIPE <::::..�rfl�: '� O � .
P/D - Permanent Identifier spy ` ss 9 ` \ / \ ` - •...... ... . = Z Irk W
- Existing Tree y y� �` �� �/�o \ ® \ ` `\ * `� ELEVATON= 622.00'(NAVD88) 9N'':::•::•::•::•::•::•::•�
W a,
�� �9�, �jt u `\ \ s /, 23 ............... Zoned R10CP&L - Caro/ina Power & Light Company � �� � '� Na \ \ 0 /P 59 101PL �'.'.::•:-::.:.:. / ct �--
NCGS - North Carolina Geodetic Survey 1 -Twin F / �� 5 1' .::::.. O
GPS = Global Positioning System „�. ��� `� ��� �,`. �� \\ ,� � _/ t 5 i�1 ........ W U� V] N
Vf?S Virtual Reference Station ,t so- -� `� �� / / �p - �� �� '� ^ r3
.
�, �• 7�� - �� ��' � � =�_ ! V SWALE NO. 6A TEMP. O�
..............
NCRTN - North Carolina Rea/-Time Network `�-`r � �? � �(, � / 21 � • , V1
Ad
NAD 83 (2011) - NORTH AMER/CAN DA 7UM 1983 4 T 6� OQ/ // �/� \ �� — / LINER AR NA ANA rA
NA VD88 - North American Vertical Datum of 1988 � 1 r
i :i:•. ........ RE 1RLv ! 1
Surveyed Line SILT FENCE OUTLET � � ` ����j�j// �\\ \ EIS PSzoP�-„D •'<::�:::::::::::: PR�Es
Surveyed Line (TYPICAL) �� �� \ ` EI0
Line not surveyed) j \ x REBAR Zoned R10
Approximate Right Of Way Line (not surveyed) 0
L N.C. GRID COORDINATE R�
i \ NAD 83 (2011) ::...i.::. .........:. .. F / W [�
za 8 2� N= 720,693.24 : ; ctpEy:: $s ,
Fence (surveyed) �. 2 ,�•. c / r�1
(surveyed) c - - -611 -- \ 5 6 26 55
----611---- Minor Contour Line surve d _-r E= 1,860,616.71j....:....
- - - -610- - - - Major Contour Line (surveyed) TREES TO REMAIN, (INSIDE DISTURBED AREA), -- / u.s suRVEY FEET 2i¢ ......
— — ® — — New Contour Line ( ) AS WELL AS PRACTICABLE J �¢�/IO/y q��¢¢S� ..:.. .:.:.:.::: "`
-67 - , 40' LONG X V WIDE CONCRETE LEVEL SPREADER, °7 (�R>D o ENO Zl ; / Q a ^^�
— — — — — Limits Of Disturbance \ (TOP ELEVATION 614.0), 3'WIDE GRAVEL STRIP, & ` nE OYVL y TA'Y�EJ ANCEJ / w I--I
— — Silt Fence 40'WIDE X 30' LONG SOD AREA / C)
Swale Drainage Area -609
9 EIP ` / LOCAL GPS/GNSS Scale Point
SILT/FILTER BAG FOR 6'NAIL SET
6" OUTLET PIPE (SEE SHEET 9) N.C. GRID COORDINATE
30 0 15 30 60 120 1.5" ORIFICE FAIRCLOTH SKIMMER& _ NAD 83 (2011)
`
6" OUTLET PIPE V N= 720,645.98
BEAR-WIN HOLDINGS, LLC E= 1,860,825.50
TO BE REPLACED WITH 8" RISER PIPE Zoned R10 NV U..S SURVEY FEET
U.S. SURVEY FEET UPON COMPLETION AND APPROVAL. as Y/7��'
AS 2005-718
1 inch = 30 ft.
PARCEL 15534